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Titlebook: Mechanics, Models and Methods in Civil Engineering; Michel Frémond,Franco Maceri Book 2012 Springer-Verlag GmbH Berlin Heidelberg 2012 App

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樓主: Constrict
41#
發(fā)表于 2025-3-28 15:30:05 | 只看該作者
42#
發(fā)表于 2025-3-28 22:49:22 | 只看該作者
43#
發(fā)表于 2025-3-29 01:17:57 | 只看該作者
Dissipation and Thermoelastic Coupling Associated with Fatigue of Materials,model. Dissipation amplitudes are analyzed as a function of the loading frequency and stress amplitude applied to the fatigue specimen. Finally, the heterogeneous character of the fatigue development is studied both in terms of thermoelastic and dissipation sources.
44#
發(fā)表于 2025-3-29 05:08:41 | 只看該作者
From Size-Effect Evaluation to Continuum Models with Strain Softening,g from the experimental observation of the size-dependent response (.). In general, the resulting model is . Hillerborg, where softening and fracture are interpreted by the dichotomy between . and . energy.
45#
發(fā)表于 2025-3-29 10:52:21 | 只看該作者
1613-7736 enhancing clarity in understanding, and improving effectiven.?Mechanics, Models and Methods in Civil Engineering” collects leading papers dealing with actual Civil Engineering problems. The approach is in the line of the Italian-French school and therefore deeply couples mechanics and mathematics cr
46#
發(fā)表于 2025-3-29 14:16:44 | 只看該作者
47#
發(fā)表于 2025-3-29 18:57:12 | 只看該作者
Statics of Bodies Made of a Compressionally Rigid No Tension Material,stems of arches and piers. Admissible stress, strains and admissible crack openings are defined together with some appropriate stress-strain inequalities. In this framework the virtual work equation is properly formulated by using a new simple approach that considers the new boundary of the body inc
48#
發(fā)表于 2025-3-29 22:09:21 | 只看該作者
Stress State for Heavy Masonry Panels with Openings,heir own weight, a uniformly distributed load on their top. Generalizing some well-established results, equilibrated stress fields that are admissible, i.e. compatible with the incapability of the material to withstand traction, are determined.
49#
發(fā)表于 2025-3-30 03:28:21 | 只看該作者
Homogenization of Flat and Thin Linearly Elastic Masonries, of blocks linked by a mortar of small stiffness. This asymptotic behaviour depends strongly on the relative behaviour of the parameters describing the masonry. We confine to a two-dimensional analysis in the framework of linearized elasticity.
50#
發(fā)表于 2025-3-30 06:13:45 | 只看該作者
Engineering the Ruins of Constructions,ruins, remains, dust and waste, which can be hardly classified and allocated. Moreover, the ruins stimulate strong emotions giving rise to lively discussions among human beings, ending up often in harsh conflicts. The approach to what is left of old constructions is quite different, according to ori
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